HomeMy WebLinkAboutTruss DrawingL►=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
n!
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span A
0 degrees Spreader Bar
or less
4— t/2 0
T o Line span approx.
Truss must be set this way if crone used.
Truss i. an esomple, your true. may not match.
isist crane operator sets truss this way.
I. f_Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crone used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
AIF2 HANE:::>IL- IE=R NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRESENTS A HANGER
- --- _. — -- - -- - —
Carrying Girder
For Truss to Truss
Connections seeTNails
hanger/connectorbe as
de tabs
schedule in engineeringe nails.
package.
SEAT PLATES BY CHAMBERS
io
Cn
A
-71
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F---
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 r-
8� 1°
12 2.00
upset=1/4" heel=315/160
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
Ll ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
FF10, cony
FABRICATION AGREEMENT
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571
= Iluftlple p1Y trusses must be fastened together per engdteedrtg
before they are $et: fsgure to do so can res alln roof collapse.
Temporary anti pennarient "c;;g are required and Care saw Ste
and Property and Is the responsliti ty of the truss eractim
study the contents of the hrforroadon packet Included on deftery
before asubW tsussis.
7Memo mmtbesetand braced perdaAP16 PINIMil1r*rysdrtn qa.
Tftuffla tnuat be set plumb and arpare
Do noflp.t bunks or stack of Plywood. rooting material or arty
�Y. 1�—J�a_� • _
DONOT SET TRUSSES USING THIS L -yOUT
•' •USE LAYOUT DELIVERED WITM TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3106 Oleander Avenue
Fort'Plerr* Florida 3498245423
800-551.5932
Fort Plena 7T2404012 Fax 7TY./65401
Vero Beach 772-5694012 Stuart 712-286-3= '
The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the -contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their re
ective locations.
92.0/93.2 MITEK 4.2
Approved
;date.
DESIGN CRITERIA Braden & Braden A.I.A. P.A.
_
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
0"
m'
Loading in PSF
Roof R.D.L.
Top Chord Live
20
0
Top Chord Dead
7 4.2
+.
I
o (
Bottom Chord Live
10 Non -Concurrent
o
c
Bottom Chord Dead
10 3
c>I
TOTAL Load
37 7.2
"
a
c
Duration Factor
1.25
`
Wind Speed
165mph
Ile
Top Chord C.B.
Sheeting by builder.
AD
s
Bottom Chord C.B.
Sheeting by builder.
~
Highest Mean Height
14'-0'
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 =1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed
Date:04/24/12 Revised:10107/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS DRAWINGS ARE: ATTACHED TO LAYOUT
M 11323 -741yw
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